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o f
<br /> CAST IRON RING AND COVER w
<br /> 23' "CHIRISrr Gs OR EQUAL I—
<br /> St�ndaW H19x-F1D8d
<br /> FINISH GRADE-MAKE BOX FLUSH IN ALL Shctd Incl #6G
<br /> TP. DRIVEWAYS&IMPROVED AREAS THREADED PLUG ON RISER PIPE
<br /> H-7(! TRAFFIC LOADING
<br /> 040"--✓ 24" CAST IRON Ufdng Acle —�
<br /> RING AND COVER
<br /> ELAN VIEW WITH GAS TIGHT GASKET 4'trYp.) "
<br /> USE REDJGER D30-24C
<br /> .x4 RFMVM09 OR CONC METE pis
<br /> 4 1/tar
<br /> MASONRY LEVELING BLOCS - RECESS LID 11W ,
<br /> w
<br /> „ i ROUGH BROOM 89LOW FINISH GRADE , . � Z (�
<br /> 1 F'1l'C RISER PIPE FINISH(SIZE INDICATED ON PLANS) W107H AS SHOWN 122 ""— { Steel 01mmmd PITte O Z
<br /> ON DETAILS 1� „ ,2D Bolt Down Lid j �
<br /> a HTtl17tD
<br /> 2432 GRADE RINGS / �. .A4 , � GRADS RINGS � a � r 1 w In
<br /> AS REQUIRED –
<br /> 45 DEGREEBEND # � �. � � �
<br /> SANITARY SIEWER MAIN,OR LATERAL SIE SHALL MATCH AbJ;4{;Elarr �
<br /> BE AS INDICATED ON THE AfV SHEETS PAVEMENt THICKNESS
<br /> PVC PIPE WYE e `'
<br /> a, r „MIN
<br /> 22j" 1,5j"
<br /> FLOW — �FLOW �, CO NC OOLLA R 6
<br /> 3", B", AND 1,2" •�--�� ' '�' � '� 1Oj"
<br /> a
<br /> TAPER � FIs anls�d
<br /> 3040 GRADE RlIVG5 MANHOLE COLLAR DETAIL, 1 Frame
<br /> IWelded I
<br /> AS SHOWN ON PLAN SHEETS
<br /> AVP,II.ABL£ PIPE INVERT ELEVATION i
<br /> CIRCULAR CONCRETE COLLAR
<br /> TL?BE CONSTRUCTED AROUND PRO"ED ] �/ � Btuc
<br /> a HT1 p97,S
<br /> MAf+dH(3LESAId9SHALL
<br /> NON TRAFFIC PEDESTI IAI�] LOADING HAVE FOUR(4)CONTROL JOINTS
<br /> PBERGLAS > LID OPTION
<br /> AS SHOWN ,
<br /> ° BOLT DOWN COVER �'r
<br /> GREEN OR BROWN COLORS AVAILABLE MOTES: „
<br /> 1t?X17 r .�
<br /> (Nominal I.I .
<br /> 1.PORTLAND CIEMENTCONCRETE(P.C.C.)SHALL HAVE THE FOLLOWING CHARACTERISTICS: )
<br /> +I000 PSI MIN.COMPR� FVE$11RENGT'H 28 DAYS,+ SACKS OF CEMENT PER
<br /> +s
<br /> CUBIC YARD W"A NM.WATERJCEMENT RATIO OF 0.45,AI R ENTRAINMENT 16.5% 1.3%, � 6tae1 Trl�xplatl3" �• ;tri" '�r
<br /> a� Ll✓A I Ur RNs?R'L1I~:ttL?N NQM: dSLUMP AT 1 TO 4 INCHES. ALL MATERIAL SHALL OONFORM To THE s6PWc BEC.202. � - (slip Realmnt Sarfara ,,�� „�•,� +�+�� �,,
<br /> 3t3 DIA, PLASTIC PIPE SEALS
<br /> Belt C3�vdn Lid
<br /> „ „ 2. HEIGHT OF COLLAR SHALL Brr CONSISTENT ALLAROUND:ALL .1��] HT1017-L08
<br /> FIT 3 AND 1. ALL SANITARY SEWER PIPE SHALL BE INSTALLED TO THE DEPTH AND GRAPES SHOWN ON PROJECT SS MANHOLES,WATER VALVES,&MONUMENT$. 1 B "
<br /> SMOOTH WALL CONSTRUCTION PLAN. pp
<br /> PLASTIC PIPE . MANHOLES IN ALL S7ThiEFR AREAS SHALL PART PoELa. PRODUCT r�E ION APPROX. QTY.PER CIO
<br /> �
<br /> NO GROUTING 2. ,ALL CAST IRON CL+EANOU7 COVERS SHALL BE CLEARLY LABELED IIEVVEW. BE SET FLUSH WITH FINISHED GRADE UNLESS 07HERWISE NOTED. WEIGHT PALLET 01 �
<br /> REQUIRED
<br /> a 3, INSTALL GLEAN©UTS AT THE LOCATIONS SHOWN ON THE PLANS« 3-FEET FROM THE BUILDING H71I0'17-6 BOX 'ID"x17"xi2"Concrate Trift F;09d Box(Comas Standard WAft Het Snits) 128 24 U �
<br /> FOUNDATION WALL EXIT LOCATION,AND AT 100-FOOT'MAXIMUm SPACINGS AS REQUIRED BY THE F1T1017.E EXTENSION 1D"x17"�c12 �ncx�e F.�tdr�Foln 1 8 20
<br /> • u
<br /> { * • CURRENT EDITION OF THE UNIFORM PLUMBING CSE&LOCAL BUILDING AUTHORITY. �
<br /> M I-ITIM7,L41 Lit? Steel Diamond Plate Bolt:Clnwn Lid 88 U -E
<br /> 1 as 4. INSTALL CHRIST1r" TRAFFIC RATED CAST IRON BOXES AND COVERS JOR EQUAL) ON ALL � � N U
<br /> HTS 097-L03 LID ftell Traxp a Bolt[Down Slip Resistant Cover � [L � @
<br /> 1>�� r �CLEANpU7'+I':. NOTE:JENSEN OR EQUIVALENT IS OK TO INSTALL. � �� + O � �
<br /> S. IN DAVID DRIVEWAYS AND ROADWAYS INSTALL A�INI-PLACE CONCRETE SUPPORT COLLAR GALVANIZING AVAILABLE ON ALL STEEL LIDS � � N �
<br /> 8-INCHES THICK BY 104NC'HES FIDE AROUND,ALLCLEAN OUT BOX FRAMES&COVERS.
<br /> W_ �.--
<br /> FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT ,JEN EN PRECAST. For planta head s.rld olhar bolt options,see urity hardware ahe6l, -:Zr �t 0
<br /> Design load:Traf o ratad when Mefallod per Caltrans ES-tom ■�M�f � � � � U
<br /> MOON-,004801 R ZO�+$T,TRA➢LRLA'M,,and LOCIA 1Y Ard trgl n oU awned by,l37gvn 6riesL,ds% .� x N
<br /> NOTE:JENSEN OR EQUIVALENT IS OK TO INSTALL. �ansenRreoae.resav ame �urorr�laL�tran�elaprc�c�l n��:+,anefarourr�Wo"s%4114:A+rcnsa, �s,W'r;gNT 0
<br /> PWe.a ca"cs k xan whwn r,er s ,y f srmnif msg m�r�d Lir,�r,pis�at s'a>�p ti �p
<br /> a�7�1aKLAr4L�ns3'2s1ajfxaerlFXL*�A'jr JBNSBNPREOAST.CIOM 0 0
<br /> NOTE:JENSEN OR EQUIVALENT IS OK TO INSTALL. O IL Lu
<br /> D-30 DISTRIBUTIO�NB�0 x DETAIL 2 TYPICAL �SANITARYLEANQUT CONCRETE COLLAR [ SAI _-� HT1017 TRAFFIC 3 4 Box
<br /> I NOT TO SCALE
<br /> NOT TO SCALE NOT TO SCALE NOT TO SCALE
<br /> EXISTING GRADE
<br /> ZONE A J cn
<br /> IFT SPEC HCAVIONS FOR RENCHES
<br /> Z�3'NE A No points _- _ L` NATIVE SOIL w
<br /> �faltlllr S' Y LOCATOR � A. MATERIAL r
<br /> "A'ATER Q RIBBON z DRAIN ROCK TO BE 100 CRUSHED AND CONFORM TO THE
<br /> MAIN I m FOLLOWING GRADING:
<br /> (GREEN}
<br /> 1ATER 1 . _ 1 -1/2" '„ 1/2„ #4
<br /> MAIN # N
<br /> T+' ZONE 100 95-100 0 -30 0--�4 (`z
<br /> I Cr)
<br /> Z N
<br /> SAND PIPE BEDDING AND TRENCH BACKFILL SHALL BE FREE OF L0
<br /> 4' zo 1
<br /> ASPHALTIC MATERIAL. Q�
<br /> - PIPE BEDDING TO HAVE A MINIMUM SAND EQUIVALENT VALUF
<br /> PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION � o SEWER OF 30 AND CONFORM TO THE FOLLOWING GRADING: _
<br /> NOTES; 1, The minimum separation distonces set forth in this section $hall be. mecsured from PIPE Q 1" 3/4„ 3/8" #4 #200 C�
<br /> the nearest outside edge of eoah pipe barrel. m Nr 100 90-100 85-100 30-100 0-15 Q .--�
<br /> 1 All crossings shall be at 90 where possible, c
<br /> . � w TRENCH BACKFILL TO BE NATIVE SOIL FREE OF DEBR6
<br /> .,.� 4_ 5 It
<br /> ,+ I ` k1S FLUID iylAlN fINCUOINO SEWER AND WATER M �; `o ° AGGREGATE BASE PER PLANS
<br /> r-1
<br /> ZONE A: Hazardous fluid �rmoin will not be permitted in this zona.
<br /> ZONE B/C: Special permission from the County Environmental Health Deportment is required. _ � B. COMPACTION
<br /> Permission may be granted for existing main replacement in the some location, has a 24 -
<br /> diameter no grecter than six inches more than the diameter of the main it is NOTE: -- REFER MATERIAL SPECIFICATIONS,
<br /> DRAIN ROCK TO BE CONSOLIDATED WITH A SURFACE VIBRATOR.
<br /> replacing ;and when the total perallel pips length is less than 1320 linear feet. Main PIPE BEDDING TO BE CONSOLIDATED WITH A SURFACE VIBRATOR. ' � J z
<br /> material listed below shall be used„ The existing hazardolas fluid main sholl ba TRENCH BACKFILL TO BE COMPACTED PER SOILS REPORT —• I
<br /> encased with reinforced concrete as shown in detail, RECOMMENDATIONS.
<br /> p z �- o
<br /> SEWER TRENCH D II AIL: @ UNPAVED AREAS AGGREGATE BASE TO BE COMPACTED PER SOIL REPORT
<br /> ZONE C D: No connection joints steal! be made within 5'" rnirl. (Type � RECOMMENDATIONS. �� Imo/ D J�
<br /> eight horizontal reek fro�'n the main. ;;. ,
<br /> 4 liar with ,� � NOT TO SCALE
<br /> 3" cover (Typ W I-�--� I
<br /> 01 Yob»,' tel. ' ❑ . 0 U
<br /> 4 hoop 18" O.C. t �!
<br /> F f J
<br /> STORK MAIN AND WATER MAIN; CL
<br /> 2r <
<br /> ZONE A: Storm main will not be p'errni#ted un this zone, � o �-1--''i- �C Q �-
<br /> ZONE B: 'Permitted locaVon for storm rncin. a��mlartit Detail � ,��,
<br /> ZONE C: Special permission from the County Environmental Health wCLA s
<br /> Department is required. Permission may be granted for (Chase IB P.C.'C,) � z � ^.. t �
<br /> existing main repllacemant in the same location cnd has `" __j C� (D
<br /> a diprnater no greater khan six inches more than the diorreter
<br /> of the malt, it is :replacing. lain rr:at'erital listed below shall be used, The existing
<br /> storm main shall be encased with reinforced concrete as shown in detail. �_ 0 I V
<br /> ZONE C/D: ,No connection joints shall be mode within eight 'horizontal feet of the rna n.. `` NATIVE SOIL w : I
<br /> SPECIAL MATERIALS, v LOCATOR o
<br /> m RIBBON a 0
<br /> Nevi Mater Blain: Class-200 or equivalent :per AWWA standards, GREEN
<br /> ( ) U " i
<br /> New Gravity Parallel Main, Extra-strength vitrified clay 1pe with compression joirlts; or rubber i Lu �—
<br /> g�asketed plastic pipe conforming to ASTM D3034 SIDR-A5 specificction. -,
<br /> New Industrial or Commercicl Brovity Perpendicular Crossing. Class-50 or heavier ductile iron pipe Lu O
<br /> with standard' bituminous satin cnd approved mechanical joints shall be used. ry
<br /> -
<br /> er AW�JA C�C3C Iasi a i s or rubber a~sketed i above, 'Class-SDC PVC {QR'A�• SAND ,
<br /> New esidential GravityPly endicular Crossing: Ductile Iron pas FES
<br /> A ) pp p p g pipe conforming to ASTM D3034 SOR35
<br /> specificcion may be used. op Nq�
<br /> Approved by. � rS�EWER �
<br /> ����' DQ D. ��
<br /> PIPE
<br /> x
<br /> WATER-SEWER-STORMo � C >;Y
<br /> SEPARATION STANDARD � � f
<br /> No Ftav alert �ssc fln. Date - * Exp. 6/00/2020 COUNTY OF SAN JOAQUIN
<br /> I OF CAl1F
<br /> Working fes` u Data; DEC 2tD1� SId. Dwg, No. W-1 0 24f9 l
<br /> NOTE REFER MATERIAL SPECIFICATIONS. I OTE,GRD T8�0018
<br /> I E
<br /> DWG BY: SDS
<br /> - SEWER TRENCH DETAIL @ PAVED AREAS CHK BY: HS
<br /> 5 �NO
<br /> SEWER-STROM SEPARATION STANDARDSNOT TO SCALE
<br /> TO SCALE
<br /> C7SD
<br />
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